Karnataka Urban Water Supply And Drainage Board Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 37,000Document Cost
NATender Fee
NA
Description
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Contact
Tender Id
KUWSDB/2020-21/OW/WORK_INDENT2878Bid Award Id
ViewTender No
KUWSDB/2020-21/OW/WORK_INDENT2878Tender Authority
Karnataka Urban Water Supply And Drainage Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Designing all the UGD components such as UGD network, with manhole details such as MH No, GL, invert level, depth of Manhole outfall sewer line, wetwell, rising main, STP & effluent lead off line etc. including block level drawings of wetwell & STP sites with contour level of the entire area indicating the existing details of water supply line UGD details if any, by using latest software by using available data or collecting form the local body including submitting in 6 sets in hard copy & one set of soft copy after getting approval from competent authority etc., complete as directed by the Engineer in charge
1
-
182000
... More
Preparation of Detailed project report according to the design including providing coloured/black & white drawings of components in required size, providing 4 sets of booklets of estimate and designs etc., complete as prescribed by the Engineer in charge .
1
-
250000
... More
Earth work excavation for pipe line trenches including depositing on bank with all lead and lift including shoring and strutting, danger lighting and using sight rails and boning rods at 100 mtrs apart wherever necessary as directed by the Engineer-in-charge in all soils mixed with boulders of 30 cm size upto and exclusive of disintegrated rock. the following strata as directed by the Engineer in charge . 0 to 2 M depth
11.52
-
4980.1
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-do-- In disintegrated rock, soft rock, soft shale and medium hard rock comprising of lime stone, sand stone hard shale, schist, fissured rock without resorting to blasting etc., complete asas directed by the Engineer in charge. 0 to 2 Mtrs depth
3.46
-
3379.73
... More
-do-In Hard laterite rock or in hard laterite containing iron ore up to 20% by chiselling and trimming to proper slope etc., complete as directed by the Engineer in charge . 0 to 2 Mtrs depth
4.61
-
6868.67
... More
-do- In Hard laterite rock above 20% iron ore by chiselling and trimming to proper slope as directed by the Engineer in charge . 0 to 2 Mtrs depth
2.3
-
7267.42
... More
-do- in hard rock by chiselling etc., complete as directed by the Engineer in charge . 0 to 2 Mtrs depth
1.15
-
4525.54
... More
Earth work excavation for pipe line trenches including depositing on bank with all lead and lift including shoring and strutting, danger lighting and using sight rails and boning rods at 100 mtrs apart wherever necessary as directed by the Engineer-in-charge in all soils mixed with boulders of 30 cm size upto and exclusive of disintegrated rock. the following strata as directed by the Engineer in charge . 2 to 4 M depth
9.07
-
5207.99
... More
--do-- In disintegrated rock, soft rock, soft shale and medium hard rock comprising of lime stone, sand stone hard shale, schist, fissured rock without resorting to blasting etc., complete as directed by the Engineer in charge . 2 to 4 M depth
7.78
-
8510.93
... More
-do-In Hard laterite rock or in hard laterite containing iron ore up to 20% by chiselling and trimming to proper slope etc., completeas directed by the Engineer in charge . 2 to 4 M depth
5.18
-
9239.31
... More
-do- In Hard laterite rock above 20% iron ore by chiselling and trimming to proper slope etc., complete as directed by the Engineer in charge . 2 to 4 M depth
2.59
-
8589.73
... More
do- in hard rock by chiselling etc., complete as directed by the Engineer in charge 2 to 4 M depth
1.3
-
5489.06
... More
Testing the soil sample and collection of data related to the strata including preparation of C/S of soil strata & submission of drawings etc., complete as directed by the Engineer in charge
3
-
3300
... More
Testing the soil sample for iron ore content etc., complete as directed by the Engineer in charge
3
-
10500
... More
Refilling the pipe line trenches and foundation with selected available earth from trench excavation and foundation including watering and consolidation in layers of 15 cms thickness including disposing off the surplus earth with all lead and lift etc., complete as directed by the Engineer in charge
48.96
-
5547.17
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